Statistical Approach of Determining the Effect of Cenosphere on the Tribological Behaviour of Jute Reinforced Polymer Based Composite

Document Type : Research Paper

Author

1 Department of Industrial Engineering and Management, Siddaganga Institute of Technology, TUmkur, Karnataka, India

2 NMCAD Lab, Department of Aerospace Engineering, Indian Institute of Science, Bangalore 560012, Karnataka, India

Abstract

The current work involves the development of short jute fiber-reinforced polymer matrix composites (PMC) filled with Cenosphere. The short jute fibers were alkali-treated, and proposed composites with both untreated and alkali-treated fibers were prepared. Both kinds of composites have had their erosion wear behavior investigated. For the erosion investigation, an air jet-type test rig was used, and Taguchi's orthogonal arrays were used in the design of trials. The Taguchi technique was used to find the best parameter settings for minimizing erosion rate. The effect of input factors (angle of impact, velocity of impact, and filler percentage) on the erosion resistance of proposed composites was evaluated and statistically analyzed using ANOVA. The size of the erodent, impact velocity, impingement angle, and filler content all have a substantial impact on the wear rate of both types of composites, according to the findings. It is found that velocity of impact (p =0.089) and filler (p =0.246) have a significant impact on erosion wear rate for group A composites and standoff distance (p= 0.194) and filler content (p =0.391) had a significant impact on erosion rate for group B composites. With the addition of the Cenosphere, the erosion behaviour of the samples was significantly improved. The novelty of the present work lies in harnessing an industrial wast cenosphere into a useful filler for PMC in tribological applications.

Keywords

Main Subjects


Statistical Approach of Determining the Effect of Cenosphere on the Tribological Behaviour of Jute Reinforced Polymer Based Composite

  1. Mahesh a,b *

a Department of Industrial Engineering and Management, Siddaganga Institute of Technology, Tumakuru 572103, Karnataka, India.

b NMCAD Lab, Department of Aerospace Engineering, Indian Institute of Science, Bangalore 560012, Karnataka, India.

 

KEYWORDS

 

ABSTRACT

Jute;

Cenosphere;

Polymer Matrix Composite;

Wear;

Taguchi.

The current work involves the development of short jute fiber-reinforced polymer matrix composites (PMC) filled with Cenosphere. The short jute fibers were alkali-treated, and proposed composites with both untreated and alkali-treated fibers were prepared. Both kinds of composites have had their erosion wear behavior investigated. For the erosion investigation, an air jet-type test rig was used, and Taguchi's orthogonal arrays were used in the design of trials. The Taguchi technique was used to find the best parameter settings for minimizing erosion rate. The effect of input factors (angle of impact, velocity of impact, and filler percentage) on the erosion resistance of proposed composites was evaluated and statistically analyzed using ANOVA. The size of the erodent, impact velocity, impingement angle, and filler content all have a substantial impact on the wear rate of both types of composites, according to the findings. It is found that velocity of impact (p =0.089) and filler (p =0.246) have a significant impact on erosion wear rate for group A composites and standoff distance (p= 0.194) and filler content (p =0.391) had a significant impact on erosion rate for group B composites. With the addition of the Cenosphere, the erosion behaviour of the samples was significantly improved. The novelty of the present work lies in harnessing an industrial wast cenosphere into a useful filler for PMC in tribological applications.

 

 

1.     Introduction

PMCs are emerging as potential substitutes for various metal components in different tribological applications and their demand is increasing day by day [1,2]. The PMC's unique qualities, such as low density, enhanced productivity, reduction in noise, and self-lubrication account for this [3–5]. Textile drying machine sliding elements, aggressive media pumps, and other applications are among them [6]. Due to their low density, environmental friendliness, and acceptable strength, natural fibers are an excellent reinforcement in these composites. Natural fiber composites are more environmentally friendly and have a wide range of applications in construction, packaging, and consumer product manufacture, among other things [7–10]. However, given the dusty working circumstances in various industries involved in manufacturing, assessing the erosion behavior of such composites is very much essential to judge their suitability for such applications. Due to its excellent thermo-mechanical and wear resistance qualities, economy, and availability, jute emerges as the most promising natural fiber among the numerous natural fibers available. As a result, jute-reinforced composites can be used in a variety of engineering applications [11–13], out of which tribological applications are one.

Fillers can drastically alter the characteristics of natural fiber composites. With natural fiber-reinforced polymer composites, various fillers such as graphite, silicon carbide, and fly ash have been widely employed [14]. Filler materials can also help minimize material prices, simplify manufacturing processes, and enhance tribo-mechanical behavior [15]. The interaction between the matrix and the filler determines the improvement in characteristics. The filler dispersion in the matrix and the microstructural uniformity of the filler material determine the tribo-mechanical behavior of PMC [16]. Alumina, silicon carbide, and other fillers have been studied to see how they affect the mechanical and tribological properties of fiber-reinforced composites. A tribological analysis of composites reinforced with wastes from various sources was carried out [17].

In today's world, industries offer a great number of new products to society; yet, they also generate a significant amount of waste in the form of waste products [18]. This garbage is both a burden on society and a threat to the environment. Even though various approaches have been developed by researchers, the hunt for efficient industrial waste disposal mechanisms continues [19]. One of the best ways to recycle these waste materials while simultaneously improving the composite's properties is to use them as fillers in polymer composites [20]. For the manufacturing of composites, different naturally available fibers and waste products obtained from different industrial sources have been explored by researchers. Table 1 provides a breakdown of some of the most common combinations employed in tribological applications.

Table 1. Composites incorporating waste products

Natural fiber

Waste as filler

References

Bamboo-short

Slag from copper

[21]

Slag from copper

Redmud

[22]

Jute+Glass

Cenosphere Flyash

[23]

Coir

Alumina

[24]

Jute

Rubber crumb

[20]

The investigation of jute fiber and silicon carbide-reinforced polymer matrix composites was carried out [25]. The erosion wear characteristics of composites have been enhanced by silicon carbide, and the filler content influences the wear resistance in the composites. Erodent parameters such as the velocity of impact, reinforcement content, and angle of impingement also affect the wear rate due to erosion in the composites. Aegle Marmelos and shells of Cocos Nucifera-reinforced PMCs were assessed for their tribo-mechanical properties [26].

Cenosphere fly ash, one of the numerous industrial wastes, is abundantly available from thermal power plants. In India, 194 thermal power plants use coal or lignite and produce cenosphere fly ash as a by-product. As a result, the sector confronts a large disposal load. Because of its lower density, enhanced strength, and resistance to heat, cenosphere fly ash offers a wide range of industrial applications. It's a lightweight material that's also robust. Thus, it is used as one of the reinforcing materials in construction applications.

The erodent and fiber parameters can be adjusted to influence the erosion wear behavior of polymer composites.  The erosion behavior of Jute-Glass hybrid composites loaded with cenosphere fly ash has been investigated. They have identified a variety of erodent and filler factors that can enhance the resistance against wear of the composites. Jena et al. [27] investigated the wear behavior of bamboo fiber-reinforced polymer composites with cenosphere filler due to solid particle erosion. Bamboo mats have been used as reinforcement. Short jute strands have been used as reinforcement in this study.

From the extensive literature survey carried out, it is found that the effect of alkali treatment on the short fiber and cenosphere-reinforced PMCs subjected to air jet erosion has not been studied.

Thus, the current research focuses on a unique material combination for composite production and erosion wear characterization. The focus of the current work is on the creation of cenosphere and short jute fiber-reinforced PMC. The effect of erodent and fiber characteristics on the tribological behaviour of composites has been put forth. To limit erosion wear, the Taguchi technique was employed to identify the optimal combination of parameters.

2.     Materials and Methods

2.1. Materials

Short jute fibers were used in this experiment. The composite matrix was created using epoxy resin (LY556). The resin and hardener HY951 were purchased from Hindustan Ciba Geigy India Ltd. Composites were prepared using a 10:1 epoxy hardener ratio. The cenosphere, obtained from the nearest thermal power plant obtained through the flotation process is used as a filler in the composite. Its SEM image along with EDX is shown in Figure 1.

 

 

Fig. 1. SEM image of cenosphere and its EDX

 

2.2. Fabrication

Cenosphere, as filler; jute as fiber reinforcement and epoxy as the matrix was used in the proposed composites. Short fibers of raw jute (Group A) and jute fibers, which are alkali treated (Group B) were used to make two different groups of samples. Composites were made using the hand layup method.

To guarantee that an equal amount of cenosphere was distributed in each layer, We developed a new blend of short jute fiber, epoxy, and cenosphere fly ash in the required quantity and utilized it entirely. The alkali-treated jute composites were treated in the same way. Short jute fiber was initially treated with 5% NaOH in this case [27].

By weight percent, the jute and NaOH solution was kept at 1:25. Jute fibers were dipped in a 5 percent solution of NaOH for a day at room temperature during the process of their alkali treatment. Such fibers were rinsed with water 2-3 times after the alkali treatment to get rid of the alkali solution. Further, acetone was used to clean the fibers. The fibers were then sun-dried for 24 hours. The main purpose of subjecting the fibers to alkali treatment is to eliminate/minimize the lignin content thereby enhancing the adhesion between fiber and matrix. The characteristics of the composite samples created are listed in Table 2.

Table 2. Proposed composite configurations

 

Designation

Composition
(Excluding matrix)

Group A (Composites with untreated fiber)

U3

Short Jute fiber (30%)

UC1

Short Jute fiber (30%) + 10 wt% cenosphere

UC2

Short Jute fiber (30%) + 20 wt% cenosphere

Group B (Composites with treated fiber)

T3

Short Jute fiber (30%)

TC1

Short Jute fiber (30%) + 10 wt% cenosphere

TC2

Short Jute fiber (30%) +20 wt% cenosphere

2.3. Testing

Erosion experiments were carried out using air jet erosion equipment following ASTM G76. Particles were delivered into the mixing chamber through the particle feeder and combined with dry compressed air. A nozzle with a diameter of 3 mm was used to accelerate the mixture. Specimens were held at various angles during the experiment to expose them to the erodent particles from the nozzle. The particle feed rate was regulated by the standoff distance between the sample holder and the nozzle. The impingement velocity was measured using the rotating disc method, which was adjusted by varying the compressed air pressure. The experimental parameters for the Steady State Erosion Test are listed in Table 3, and the erosion test procedure is depicted in Figure 2.

Table 3. Experimental parameters for erosion test

Parameters

Values

Velocity of impingement

35 m/s to 65 m/s in increments of 10 m/s

Erodent

Quartz sand

The angle of impingement (°)

30 to 90 in increments of 15 degrees

Rate of feed

2.5-3.0 g/min

Loading of filler

10-20%

Stand-off distance

75 mm

Time

10 minutes

Temperature

Room temperature

 

 

 

Fig. 2. Steps carried out in the erosion test

 

Eq. (1) has been used to compute the erosion rate of composites using the technique shown in Figure 1:

 

(1)

where ΔW is the mass loss of the sample and We is the erodent mass (testing time × feed rate).

The Taguchi Approach is a useful strategy for optimizing a collection of input parameters to get the desired output parameters. By performing trials, this method aids in determining the optimal configuration of design parameters based on performance. The steps for designing a Taguchi method are as follows:

(1) Setting up an orthogonal array (OA) with adjustable input components in mind

(2) Conduct the test using the OA

(3) Analyze the data using the experiments

(4) Using data analysis, determine the optimal situation.

(5) Optimize the parameter levels for the confirmation runs.

Biswas and Satapathy [28] conducted a systematic literature analysis to determine the elements that influence the composite erosion rate in an air jet erosion rig experiment. For the L27 orthogonal array design, it was discovered that the five most essential parameters, each at three levels, should be considered [22]. Table 4 shows these five factors and the three levels that they correspond to.

Table 4. Factors and levels were chosen for Taguchi's design

 

Factors

 

A

B

C

D

E

Level

The velocity of impact (m/s)

Filler (%)

The angle of impingement (Degree)

Stand-off distance (mm)

Size of erodent (µm)

1

45

0

30

65

125

2

55

10

60

75

250

3

65

20

90

85

350

3.     Results and Discussion

3.1.  Steady-state Erosion

3.1.1.          The effect of impingement angle on continuous erosion rate

Experiments were carried out under precise operating conditions (impact velocity of 45 m/s, stand-off distance of 75 mm, and erodent size of 250 m) were used to investigate the effect of filler content and impingement angle on erosion rate. Filler content enhanced hardness and lowered erosion rate, according to experimental data. Figure 3 depicts how the rate of erosion is been affected by the angle of impingements in the case of both composites from group A and group B. The erosion rate is highest for group A samples at a 45° impingement angle, while it is highest for group B composites at a 60° impingement angle. When these composites are put through a solid particle impact test, the findings show that they are neither ductile nor brittle. As a result, the behaviour is described as semi-brittle. However, when composites from both groups are compared, group B composites had a reduced rate of erosion. Furthermore, composites incorporating cenosphere in weight percentage of 20, have a reduced erosion rate than composites with no filler. This means that industrial trash is recyclable.

 

Fig. 3. Impingement angle's effect on the degradation rate

3.1.2.          The effect of the velocity of impact on the composite's rate of erosion

The rate of erosion of the composites concerning impact velocity is presented in Figure 4.

 

Fig. 4. The impact velocity's effect on erosion rate

Experiments were carried out under certain circumstances (angle of impingement: 60°, stand-off distance: 75 mm, size of erodent: 250 µm). With the increase in velocity of impact from 35 to 45 m/s, the sample erosion rate varies only slightly. However, the degradation rate of composites is most affected by an impact velocity of 65 m/s. The largest erosion rate was seen in U3 composites, as evidenced by the data. The rate of erosion increases as the impact velocity increases. Particles penetrate more deeply at high impact velocity, resulting in a larger number of particles being dispersed from the target surface. This diminishes erosion resistance and can result in greater surface damage as well as the formation of sub-critical cracks.

3.2. Taguchi analysis

The orthogonal array was tested 27 times following the Taguchi Analysis, with the findings reported in Table 5. In untreated samples, the mean S/N ratio was found to be 55.38 dB (with a standard deviation of 15.60), whereas, in treated samples, it was found to be 57.86 dB (with a standard deviation of 12.34). MINITAB 17 was used to conduct the analysis. To evaluate the interaction between input elements, a factorial design was used. The results show that for Group A samples, the lowest erosion rate is achieved by combining variables A (at level 1), B (at level 1), C (at level 3), D (at level 1), and E (at level 3) as seen in Figure 5a. For Group B Composites, the preeminent combination of factor settings to achieve the lowest erosion rate is A (at level 1), B (at level 2), C (at level 1), D (at level 2), and E (at level 2) as seen in Figure 5b.

 

Table 5. Erosion rate of untreated and treated composites

Exp. No

A (m/s)

B (wt%)

C (Degree)

D (mm)

E (µm)

Er

(Untreated) (g/g)

S/N (dB)

Er

(Treated) (g/g)

S/N (dB)

1.                     

45

0

30

65

125

0.000311

64.38

0.0011

57.85

2.                     

45

0

60

75

250

0.000476

67.63

0.000431

63.77

3.                     

45

0

90

85

350

0.000576

69.38

0.00196

59.01

4.                     

45

10

30

75

250

0.001110

57.52

0.00061

66.41

5.                     

45

10

60

85

350

0.001980

60.77

0.0002

72.32

6.                     

45

10

90

65

125

0.000415

62.51

0.000397

67.57

7.                     

45

20

30

85

350

0.002120

61.20

0.00206

51.14

8.                     

45

20

60

65

125

0.000059

64.45

0.000598

57.05

9.                     

45

20

90

75

250

0.002060

66.19

0.00767

52.30

10.                 

55

0

30

75

350

0.002150

51.85

0.00182

50.79

11.                 

55

0

60

85

125

0.001430

55.10

0.00123

56.71

12.                 

55

0

90

65

250

0.002100

56.85

0.00476

51.95

13.                 

55

10

30

85

125

0.003230

48.78

0.00311

53.16

14.                 

55

10

60

65

250

0.001130

52.03

0.000488

59.07

15.                 

55

10

90

75

350

0.005110

53.78

0.0031

54.32

16.                 

55

20

30

65

250

0.003140

46.96

0.000798

59.33

17.                 

55

20

60

75

350

0.012800

50.21

0.000876

65.25

18.                 

55

20

90

85

125

0.000870

51.96

0.000798

60.49

19.                 

65

0

30

85

250

0.002870

51.50

0.00155

56.99

20.                 

65

0

60

65

350

0.003100

54.75

0.00112

62.91

21.                 

65

0

90

75

125

0.000820

56.49

0.00072

58.16

22.                 

65

10

30

65

350

0.004100

42.45

0.00108

54.82

23.                 

65

10

60

75

125

0.004050

45.70

0.00352

60.73

24.                 

65

10

90

85

250

0.010000

47.45

0.000698

55.98

25.                 

65

20

30

75

125

0.011000

49.05

0.0101

49.04

26.                 

65

20

60

85

250

0.004980

52.30

0.00215

54.96

27.                 

65

20

90

65

125

0.000310

54.05

0.000897

50.21

 

 

 

 

Fig. 5. The effect of control parameters on the erosion rate of samples from groups A and B

 

Erosion efficiency may be used to determine erosion wear processes. Table 6 depicts the relationship between the mechanism of wear and efficiency related to erosion.

Table 6. The relationship between mechanism of wear and efficiency of erosion.

Sl. No.

Erosion wear mechanism

Efficiency of Erosion

1

Micro-ploughing is ideal.

0

2

Micro cutting is ideal

1

3

Formation of Platelets (Ductile)

<1

4

Formation of spalling (Brittle)

>1

Eq. 2 can be used to compute the erosion efficiency (ηnormal) when the impingement angle (α) is 90° [29].

 

(2)

If the impingement angle (α) is not 90°, erosion efficiency (η) can be computed using Eq. (3)

 

(3)

Table 7 shows the erosion efficiency computed using Eq (3) for both sets of samples. Many factors influence erosion efficiency, including hardness, the velocity of impact, and angle of impact which are not the material properties. The erosion efficiency of ductile materials is often quite low (less than 100 percent), whereas brittle materials have been shown to have values much higher than 100 percent [29]. According to the findings, Group A composites exhibit ductile and brittle behaviour when the angle of impact is 60° and 30° respectively, whereas Group B composites exhibit ductile and brittle behaviour when the angle of impact is 60° and 90° respectively.

To estimate the effect of the most relevant factors on the rate of erosion, the analysis of variance (ANOVA) approach can be utilized. ANOVA was used to analyze the experimental data for both sample groups. The results of this investigation are presented in Table 8 for Group A and Group B, respectively. The analysis was conducted with a 95% confidence level.

To estimate the effect of the most relevant factors on the rate of erosion, the analysis of variance (ANOVA) approach can be utilized. ANOVA was used to analyze the experimental data for both sample groups. The results of this investigation are presented in Table 8 for Group A and Group B, respectively. The analysis was conducted with a 95% confidence level.

 

Table 7. The erosion efficiency of composites from groups A and B.

Velocity of impact

(m/s)

Angle of impact

(degree)

Eroding material density (ρ)

(kg/m3 )

Eroding material hardness (Hv)

Er
 (Group A)

Er
(Group B)

Erosion efficiency (η): Group A

Erosion efficiency (η): Group B

45

30

1110

34.45

0.000311

0.0011

0.9

3.4

45

60

1110

34.45

0.000476

0.000431

15.7

14.2

45

90

1110

34.45

0.000576

0.00196

1.7

3

45

30

1210

38.72

0.001110

0.00061

3.5

1.9

45

60

1210

38.72

0.001980

0.0002

67.3

6.8

45

90

1210

38.72

0.000415

0.000397

1.3

0.6

45

30

1275

40.16

0.002120

0.00206

6.7

6.5

45

60

1275

40.16

0.000059

0.000598

1.9

20

45

90

1275

40.16

0.002060

0.00767

6.4

11.9

55

30

1110

34.45

0.002150

0.00182

4.5

3.8

55

60

1110

34.45

0.001430

0.00123

31.5

27.1

55

90

1110

34.45

0.002100

0.00476

4.3

5.9

55

30

1210

38.72

0.003230

0.00311

7

6.7

55

60

1210

38.72

0.001130

0.000488

25.7

11.1

55

90

1210

38.72

0.005110

0.0031

10.8

4

55

30

1275

40.16

0.003140

0.000798

6.6

1.7

55

60

1275

40.16

0.012800

0.000876

286.9

19.6

55

90

1275

40.16

0.000870

0.000798

1.8

1

65

30

1110

34.45

0.002870

0.00155

4.39

2.3

65

60

1110

34.45

0.003100

0.00112

49

17.7

65

90

1110

34.45

0.000820

0.00072

1.2

0.7

65

30

1210

38.72

0.004100

0.00108

6.3

1.6

65

60

1210

38.72

0.004050

0.00352

66

57.3

65

90

1210

38.72

0.010000

0.000698

15.1

0.7

65

30

1275

40.16

0.011000

0.0101

16.8

15.4

65

60

1275

40.16

0.004980

0.00215

79.9

34.5

65

90

1275

40.16

0.000310

0.000897

0.4

0.9

Table 8. ANOVA table for group A composite erosion rate

Source

DF

Adj SS

Adj MS

F

P

Group A

Group B

Group A

Group B

Group A

Group B

Group A

Group B

A

2

0.000061

0.000003

0.000030

0.000001

2.82

0.25

0.089

0.780

B

2

0.000033

0.000011

0.000016

0.000005

1.53

1.00

0.246

0.391

C

2

0.000015

0.000008

0.000007

0.000004

0.68

0.70

0.522

0.510

D

2

0.000000

0.000020

0.000000

0.000010

0.00

1.82

0.997

0.194

E

2

0.000004

0.000009

0.000002

0.000005

0.21

0.84

0.815

0.452

Error

16

0.000172

0.000087

0.000011

0.000005

 

 

 

 

Total

26

0.000285

0.000137

 

 

 

 

 

 

 

 

The lower the P value, the more significant the results are [30]. The variables corresponding to impact velocity (p =0.089) and filler content
(p =0.246) have a significant impact on erosion wear rate, according to Table 8 Similarly, parameters corresponding to standoff distance (p= 0.194) and filler content (p =0.391) had a significant impact on erosion rate for the samples in Group B, as shown in Table 8.

4.     Conclusions

The effect of alkali treatment on the tribological behaviour of cenosphere-filled, short jute fiber-reinforced composites has been studied. The findings allow us to draw the following conclusions:

  • The cenosphere concentration (as a percentage of weight) has a significant influence on the erosion wear behaviour of jute fiber-reinforced composites.
  • Alkali-treated jute fibres in composite samples show improved erosion wear behaviour.
  • The erosion rate is highest for group A samples at a 45° impingement angle, while it is highest for group B composites at a 60° impingement angle.
  • The erosion rate of group B composites is found to be lower than that of group A samples. Furthermore, composites using 20% Cenosphere Fly ash have a reduced erosion rate than composites containing no filler. Industrial waste can therefore be recycled.
  • The degradation rate of composites is most affected by the velocity of the impact of 65 m/s. The largest rate of erosion was seen in composites having no filler and fibers untreated.
  • Both alkali-treated and untreated composites show a considerable rise in erosion rate as impact velocity increases.
  • The velocity of impact (p =0.089) and filler (p =0.246) have a significant impact on erosion wear rate for group A composites and standoff distance (p= 0.194) and filler content (p =0.391) had a significant impact on erosion rate for group B composites.

Conflicts of Interest

The author declares that there is no conflict of interest regarding the publication of this manuscript. In addition, the authors have entirely observed the ethical issues, including plagiarism, informed consent, misconduct, data fabrication and/or falsification, double publication and/or submission, and redundancy.

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[4]   Mahesh V, Joladarashi S, Kulkarni SM, 2020. Slurry erosive study and optimization of material and process parameters of single and hybrid matrix flexible composites using Taguchi approach. AIP Conf Proc., vol 2204, pp. 040033. https://doi.org/10.1063/1.5141606.

[5]   Mahesh V, Joladarashi S, Kulkarni SM, 2021. Three body abrasive wear assessment of novel jute/natural rubber flexible green composite. J Thermoplast Compos Mater., pp. 1-11. https://doi.org/10.1177/08927057211017185.

[6]   Friedrich K, Chang L, Haupert F, 2011. Current and Future Applications of Polymer Composites in the Field of Tribology. In: Nicolais L, Meo M, Milella E, editors. Compos. Mater., London: Springer London, p. 129-167.

[7]   Mahesh V, Joladarashi S, Kulkarni SM, 2019. Development and mechanical characterization of novel polymer-based flexible composite and optimization of stacking sequences using VIKOR and PSI techniques. J Thermoplast Compos Mater., vol 34, no 8, pp. 1-23. https://doi.org/https://doi.org/10.1177/0892705719864619.

[8]   Mahesh V, Joladarashi S, Kulkarni SM. An experimental study on adhesion, flexibility, interlaminar shear strength, and damage mechanism of jute/rubber-based flexible “green” composite. J Thermoplast Compos Mater 2019:1–28. https://doi.org/https://doi.org/10.1177/0892705719882074.

[9]   Mahesh V, Mahesh V, Harursampath D, 2021. Ballistic characterization of fiber elastomer metal laminate composites and effect of positioning of fiber reinforced elastomer. Proc Inst Mech Eng Part L J Mater Des Appl., vol 236, no 3, pp. 663-673. https://doi.org/10.1177/14644207211053963.

[10] Rajkumar D, Mahesh V, Joladarashi S, Kulkarni SM, 2021. Parametric study on impact behaviour of sisal and cenosphere reinforced natural rubber-based hybrid composites: FE approach. Mater Today Proc.,  vol 46, pp. 8767-8771. https://doi.org/10.1016/j.matpr.2021.04.090.

[11] Hossain MK, Dewan MW, Hosur M, Jeelani S, 2011. Effect of surface treatment and nanoclay on thermal and mechanical performances of jute fabric/biopol ‘green’ composites. J Reinf Plast Compos., vol 30, pp. 1841-1856. https://doi.org/10.1177/0731684411430426.

[12] Mahesh V, Harausampath D, Mahesh V, 2021. An experimental study on ballistic impact response of jute reinforced polyethylene glycol and nano silica based shear thickening fluid composite. Def Technol., vol 18, no 3, pp. 401-409. https://doi.org/10.1016/j.dt.2021.03.013.

[13] Mahesh V, Joladarashi S, Kulkarni SM, 2020. Evaluation of tensile strength and slurry erosive behaviour of jute reinforced natural rubber based flexible composite. Rev Des Compos Des Mater Av., vol 30, pp. 77-82. https://doi.org/10.18280/rcma.300204.

[14] Al-Oqla FM, Sapuan SM, 2014. Natural fiber reinforced polymer composites in industrial applications: Feasibility of date palm fibers for sustainable automotive industry. J Clean Prod., vol 66, pp. 347-354. https://doi.org/10.1016/j.jclepro.2013.10.050.

[15] Katiyar JK, Sinha SK, Kumar A, 2016. Effects of carbon fillers on the tribological and mechanical properties of an epoxy-based polymer (SU-8). Tribol - Mater Surfaces & Interfaces., vol  10, pp. 33-44. https://doi.org/10.1080/17515831.2015.1126689.

[16] Gupta A, Kumar A, Patnaik A, Biswas S, 2012. Effect of Filler Content and Alkalization on Mechanical and Erosion Wear Behavior of CBPD Filled Bamboo Fiber Composites. J Surf Eng Mater Adv Technol., vol 02, pp. 149-157. https://doi.org/10.4236/jsemat.2012.23024.

[17] Sydow Z, Sydow M, Wojciechowski Ł, Bieńczak K, 2021. Tribological Performance of Composites Reinforced with the Agricultural, Industrial and Post-Consumer Wastes: A Review. Materials (Basel)., vol 14. https://doi.org/10.3390/ma14081863.

[18] Millati R, Cahyono RB, Ariyanto T, Azzahrani IN, Putri RU, Taherzadeh MJ, 2019. Chapter 1 - Agricultural, Industrial, Municipal, and Forest Wastes: An Overview. In: Taherzadeh MJ, Bolton K, Wong J, Pandey A, editors. Sustain. Resour. Recover. Zero Waste Approaches, Elsevier; pp. 1-22. https://doi.org/https://doi.org/10.1016/B978-0-444-64200-4.00001-3.

[19] Chertow M, Park J, 2019. Chapter 18 - Reusing Nonhazardous Industrial Waste Across Business Clusters. In: Letcher TM, Vallero DA, editors. Waste (Second Ed. Second Edi, Academic Press; pp. 353-363. https://doi.org/https://doi.org/10.1016/B978-0-12-815060-3.00018-9.

[20] Mahesh V, Mahesh V, Harursampath D, Joladarashi S, Kulkarni SM, 2022. Development of Sustainable Jute/Epoxy Composite and Assessing the Effect of Rubber Crumb on Low Velocity Impact Response. J Nat Fibers., vol 19, no 15, pp. 12268-12279. https://doi.org/10.1080/15440478.2022.2054897.

[21] Biswas S, 2013. Erosion wear behaviour of copper slag filled short bamboo fiber reinforced epoxy composites. 2013 Int Work Comput Sci Eng WCSE 2013. vol 6, pp. 91–94. https://doi.org/10.7763/IJET.2014.V6.672.

[22] Biswas S, Satapathy A, 2010. A comparative study on erosion characteristics of red mud filled bamboo–epoxy and glass–epoxy composites. Mater Des., vol 31, pp. 1752-1767. https://doi.org/https://doi.org/10.1016/j.matdes.2009.11.021.

[23] Dalbehera S, Acharya SK, 2016. Effect of cenosphere addition on the mechanical properties of jute-glass fiber hybrid epoxy composites. J Ind Text., vol 46, pp. 177-188. https://doi.org/10.1177/1528083715577936.

[24] Das G, Biswas S, 2017. Erosion wear behavior of coir fiber-reinforced epoxy composites filled with Al2O3 filler. J Ind Text., vol 47, pp. 472-488. https://doi.org/10.1177/1528083716652832.

[25] Mantry S, Satapathy A, Jha AK, Singh SK, Patnaik A, 2011. Preparation, characterization and erosion response of jute-epoxy composites reinforced with SiC derived from rice husk. Int J Plast Technol., vol 15, pp. 69-76. https://doi.org/10.1007/s12588-011-9007-z.

[26] Prabu VA, Johnson RDJ, Amuthakkannan P, Manikandan V, 2017. Usage of industrial wastes as particulate composite for environment management: Hardness, Tensile and Impact studies. J Environ Chem Eng., vol 5, pp. 1289-1301. https://doi.org/https://doi.org/10.1016/j.jece.2017.02.007.

[27] Jena H, Pradhan AK, Pandit MK, 2018. Study of Solid Particle Erosion Wear Behavior of Bamboo Fiber Reinforced Polymer Composite with Cenosphere Filler. Adv Polym Technol., vol 37, pp. 761-769. https://doi.org/https://doi.org/10.1002/adv.21718.

[28] Biswas S, Satapathy A, 2009. Tribo-performance analysis of red mud filled glass-epoxy composites using Taguchi experimental design. Mater Des., vol 30, pp. 2841-2853. https://doi.org/https://doi.org/10.1016/j.matdes.2009.01.018.

[29] Sundararajan G, Roy M, Venkataraman B, 1990. Erosion efficiency-a new parameter to characterize the dominant erosion micromechanism. Wear., vol 140, pp. 369-381. https://doi.org/https://doi.org/10.1016/0043-1648(90)90096-S.

[30] Arjula S, Harsha AP., 2006. Study of erosion efficiency of polymers and polymer composites. Polym Test., vol 25, pp. 188-196. https://doi.org/https://doi.org/10.1016/j.polymertesting.2005.10.009.

[1]   Friedrich K, 2018. Polymer composites for tribological applications. Adv Ind Eng Polym Res., Vol 1, no 1, pp. 3-39. https://doi.org/10.1016/j.aiepr.2018.05.001.
[2]   E SF, Shi L, Guo ZG, Liu WM, 2015. The recent progress of tribological biomaterials. Biosurface and Biotribology. Vol 1, no 2, pp. 81-97. https://doi.org/https://doi.org/10.1016/j.bsbt.2015.06.002.
[3]   Mahesh V, Joladarashi S, Kulkarni S, 2019. Physio-mechanical and wear properties of novel jute reinforced natural rubber based flexible composite. Mater Res Express., vol 6, pp. 1-16. https://doi.org/10.1088/2053-1591/ab0164.
[4]   Mahesh V, Joladarashi S, Kulkarni SM, 2020. Slurry erosive study and optimization of material and process parameters of single and hybrid matrix flexible composites using Taguchi approach. AIP Conf Proc., vol 2204, pp. 040033. https://doi.org/10.1063/1.5141606.
[5]   Mahesh V, Joladarashi S, Kulkarni SM, 2021. Three body abrasive wear assessment of novel jute/natural rubber flexible green composite. J Thermoplast Compos Mater., pp. 1-11. https://doi.org/10.1177/08927057211017185.
[6]   Friedrich K, Chang L, Haupert F, 2011. Current and Future Applications of Polymer Composites in the Field of Tribology. In: Nicolais L, Meo M, Milella E, editors. Compos. Mater., London: Springer London, p. 129-167.
[7]   Mahesh V, Joladarashi S, Kulkarni SM, 2019. Development and mechanical characterization of novel polymer-based flexible composite and optimization of stacking sequences using VIKOR and PSI techniques. J Thermoplast Compos Mater., vol 34, no 8, pp. 1-23. https://doi.org/https://doi.org/10.1177/0892705719864619.
[8]   Mahesh V, Joladarashi S, Kulkarni SM. An experimental study on adhesion, flexibility, interlaminar shear strength, and damage mechanism of jute/rubber-based flexible “green” composite. J Thermoplast Compos Mater 2019:1–28. https://doi.org/https://doi.org/10.1177/0892705719882074.
[9]   Mahesh V, Mahesh V, Harursampath D, 2021. Ballistic characterization of fiber elastomer metal laminate composites and effect of positioning of fiber reinforced elastomer. Proc Inst Mech Eng Part L J Mater Des Appl., vol 236, no 3, pp. 663-673. https://doi.org/10.1177/14644207211053963.
[10] Rajkumar D, Mahesh V, Joladarashi S, Kulkarni SM, 2021. Parametric study on impact behaviour of sisal and cenosphere reinforced natural rubber-based hybrid composites: FE approach. Mater Today Proc.,  vol 46, pp. 8767-8771. https://doi.org/10.1016/j.matpr.2021.04.090.
[11] Hossain MK, Dewan MW, Hosur M, Jeelani S, 2011. Effect of surface treatment and nanoclay on thermal and mechanical performances of jute fabric/biopol ‘green’ composites. J Reinf Plast Compos., vol 30, pp. 1841-1856. https://doi.org/10.1177/0731684411430426.
[12] Mahesh V, Harausampath D, Mahesh V, 2021. An experimental study on ballistic impact response of jute reinforced polyethylene glycol and nano silica based shear thickening fluid composite. Def Technol., vol 18, no 3, pp. 401-409. https://doi.org/10.1016/j.dt.2021.03.013.
[13] Mahesh V, Joladarashi S, Kulkarni SM, 2020. Evaluation of tensile strength and slurry erosive behaviour of jute reinforced natural rubber based flexible composite. Rev Des Compos Des Mater Av., vol 30, pp. 77-82. https://doi.org/10.18280/rcma.300204.
[14] Al-Oqla FM, Sapuan SM, 2014. Natural fiber reinforced polymer composites in industrial applications: Feasibility of date palm fibers for sustainable automotive industry. J Clean Prod., vol 66, pp. 347-354. https://doi.org/10.1016/j.jclepro.2013.10.050.
[15] Katiyar JK, Sinha SK, Kumar A, 2016. Effects of carbon fillers on the tribological and mechanical properties of an epoxy-based polymer (SU-8). Tribol - Mater Surfaces & Interfaces., vol  10, pp. 33-44. https://doi.org/10.1080/17515831.2015.1126689.
[16] Gupta A, Kumar A, Patnaik A, Biswas S, 2012. Effect of Filler Content and Alkalization on Mechanical and Erosion Wear Behavior of CBPD Filled Bamboo Fiber Composites. J Surf Eng Mater Adv Technol., vol 02, pp. 149-157. https://doi.org/10.4236/jsemat.2012.23024.
[17] Sydow Z, Sydow M, Wojciechowski Ł, Bieńczak K, 2021. Tribological Performance of Composites Reinforced with the Agricultural, Industrial and Post-Consumer Wastes: A Review. Materials (Basel)., vol 14. https://doi.org/10.3390/ma14081863.
[18] Millati R, Cahyono RB, Ariyanto T, Azzahrani IN, Putri RU, Taherzadeh MJ, 2019. Chapter 1 - Agricultural, Industrial, Municipal, and Forest Wastes: An Overview. In: Taherzadeh MJ, Bolton K, Wong J, Pandey A, editors. Sustain. Resour. Recover. Zero Waste Approaches, Elsevier; pp. 1-22. https://doi.org/https://doi.org/10.1016/B978-0-444-64200-4.00001-3.
[19] Chertow M, Park J, 2019. Chapter 18 - Reusing Nonhazardous Industrial Waste Across Business Clusters. In: Letcher TM, Vallero DA, editors. Waste (Second Ed. Second Edi, Academic Press; pp. 353-363. https://doi.org/https://doi.org/10.1016/B978-0-12-815060-3.00018-9.
[20] Mahesh V, Mahesh V, Harursampath D, Joladarashi S, Kulkarni SM, 2022. Development of Sustainable Jute/Epoxy Composite and Assessing the Effect of Rubber Crumb on Low Velocity Impact Response. J Nat Fibers., vol 19, no 15, pp. 12268-12279. https://doi.org/10.1080/15440478.2022.2054897.
[21] Biswas S, 2013. Erosion wear behaviour of copper slag filled short bamboo fiber reinforced epoxy composites. 2013 Int Work Comput Sci Eng WCSE 2013. vol 6, pp. 91–94. https://doi.org/10.7763/IJET.2014.V6.672.
[22] Biswas S, Satapathy A, 2010. A comparative study on erosion characteristics of red mud filled bamboo–epoxy and glass–epoxy composites. Mater Des., vol 31, pp. 1752-1767. https://doi.org/https://doi.org/10.1016/j.matdes.2009.11.021.
[23] Dalbehera S, Acharya SK, 2016. Effect of cenosphere addition on the mechanical properties of jute-glass fiber hybrid epoxy composites. J Ind Text., vol 46, pp. 177-188. https://doi.org/10.1177/1528083715577936.
[24] Das G, Biswas S, 2017. Erosion wear behavior of coir fiber-reinforced epoxy composites filled with Al2O3 filler. J Ind Text., vol 47, pp. 472-488. https://doi.org/10.1177/1528083716652832.
[25] Mantry S, Satapathy A, Jha AK, Singh SK, Patnaik A, 2011. Preparation, characterization and erosion response of jute-epoxy composites reinforced with SiC derived from rice husk. Int J Plast Technol., vol 15, pp. 69-76. https://doi.org/10.1007/s12588-011-9007-z.
[26] Prabu VA, Johnson RDJ, Amuthakkannan P, Manikandan V, 2017. Usage of industrial wastes as particulate composite for environment management: Hardness, Tensile and Impact studies. J Environ Chem Eng., vol 5, pp. 1289-1301. https://doi.org/https://doi.org/10.1016/j.jece.2017.02.007.
[27] Jena H, Pradhan AK, Pandit MK, 2018. Study of Solid Particle Erosion Wear Behavior of Bamboo Fiber Reinforced Polymer Composite with Cenosphere Filler. Adv Polym Technol., vol 37, pp. 761-769. https://doi.org/https://doi.org/10.1002/adv.21718.
[28] Biswas S, Satapathy A, 2009. Tribo-performance analysis of red mud filled glass-epoxy composites using Taguchi experimental design. Mater Des., vol 30, pp. 2841-2853. https://doi.org/https://doi.org/10.1016/j.matdes.2009.01.018.
[29] Sundararajan G, Roy M, Venkataraman B, 1990. Erosion efficiency-a new parameter to characterize the dominant erosion micromechanism. Wear., vol 140, pp. 369-381. https://doi.org/https://doi.org/10.1016/0043-1648(90)90096-S.
[30] Arjula S, Harsha AP., 2006. Study of erosion efficiency of polymers and polymer composites. Polym Test., vol 25, pp. 188-196. https://doi.org/https://doi.org/10.1016/j.polymertesting.2005.10.009.